Tower Crane Foundation Design Calculation Example Link [ AUTHENTIC - 2027 ]

$$e = \frac1,2001,457.5 = 0.823 \text m$$ $$e_limit = \frac5.56 = 0.917 \text m$$

As = M_Ed / (0.87 × fy × z) Assume z = 0.9d, d = 1.5m - 0.075m cover = 1.425 m. As = 744 × 10^6 / (0.87 × 500 × 0.9 × 1425) As ≈ 1,334 mm²/m. tower crane foundation design calculation example link